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Vup = qu(c1+dave)(c2+dave) f’c = 21Mpa fy=276MPa db=16mm Df=1.5m The punching shear capacity is computed using the code equation: qa=250kPa γs=18kN/m3. ti=500mm PU  1280kN B  2.1m qU  290.25kPa Vc = 0.17√f

Author

Isaiah Ignacio

Language

EN